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US1920831A - Transverse bracing for metallic floor joists - Google Patents

Transverse bracing for metallic floor joists Download PDF

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Publication number
US1920831A
US1920831A US324998A US32499828A US1920831A US 1920831 A US1920831 A US 1920831A US 324998 A US324998 A US 324998A US 32499828 A US32499828 A US 32499828A US 1920831 A US1920831 A US 1920831A
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United States
Prior art keywords
joists
bar
struts
lugs
channel
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
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US324998A
Inventor
William F Zabriskie
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GABRIEL STEEL Co
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GABRIEL STEEL Co
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Publication date
Application filed by GABRIEL STEEL Co filed Critical GABRIEL STEEL Co
Priority to US324998A priority Critical patent/US1920831A/en
Application granted granted Critical
Publication of US1920831A publication Critical patent/US1920831A/en
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Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C2003/026Braces

Definitions

  • the invention relates to floor constructions employing metallic joists and has for its object a COIlStlllCtlOllOf transverse bracing which may be easily applied and which will impart to the structure a high degree of rigidity.
  • a construction comprising .top and bottom cord members formed of bars of structural shape, andan intermediate webbing formed of a zigzag bar welded or otherwise secured to the top and bottomc'ord members. lily improvement is applicable to this form of joist or to any other trussed form, and consists in the novel construction as hereinafter set forth.
  • Figure 1 is a perspective view'showing portions of adjacent metallic floor joists with my improved transverse bracing applied thereto;
  • Figure 2 is a cross section through the transverse bracing
  • Figure 3 is a cross section on line 33 of Figure 2.
  • the metallic joists A and A, etc. each consists of a top cord member B of structural shape and specifically a T bar having a laterally extending angle flange at the bottom of the T to form a channel section on one side.
  • the bottom cord member 0 is formed of an angle bar arranged parallel to the bar B and the webbing D is also formed of an angle bar bent into a zigzag form and welded at its top and bottom angular bends respectivelyjto the cord members 13 and C.
  • I add at one or more points in the length of the span strut members E which extend vertically and are attached at their upper andlower ends to the cord members B and C.
  • These struts are preferably formed of flat bars having angle bends E? at their ends for attachment'to the cord members and also'provided intermediate said ends with a lug F having bevelled or taperwelded to the bar D so as to be rigidly attached thereto and extends in a plane which is perpendicular to the plane of the joists.
  • G is a channel bar having.
  • This bar G is of a length to extend transversely of a series of joists forming a span and fittingover the lugs of the successive joists.
  • clamps are formed by welding or otherwise securing to the flange E of the strut member E a pintle H which pivotally engages a clamping arm I preferably formed of sheetmetal or" U-shape cross section.”
  • the lower end of this clamping arm is apertured to engage a bolt J which is'secured to the strut Eand projects laterally therefrom.
  • a clamping nut K engages the threadedportion of the bolt and the arrangement is such that Whenever it is desired to clamp the bar G the arm Iis swung downeward over said bar to engage with the bolt J and then drawn inward by the nut K. This will force the tapering flanges of the bar (3' into wedging engagement with the tapering faces of the lug F, forming a joint that will hold the bar G substantially perpendicular to andrigid with the strut E.
  • One advantage of this construction is that it does not necessitate any exact alignment of the struts E in the successive joists. This is because there is sufiicient flexibility in the bar G to permit of drawing each portion thereof adjacent to a strutin clamping contact therewith. At the same time the bar has a high degree of rigidity :in a vertical transverse, plane and therefore effectively braces the whole series of joists.
  • a series of metallic joists each comprising-top and bottom cord members, of struts extending between said top and bottom cord members and rigidly attached thereto, said struts being formed plane of the joists, lugs projecting from said struts at a point intermediate the ends thereof, a channel bar extending transversely of the series of joists adjacent to the respective struts, and having its channel embracing each of said lugs, the flanges of said channel andthe edges 'of said lugs being tapered to. form a wedge en gagement, and means for clamping said channel to the lug of each strut.
  • a series of metallic joists each comprising top and bottom cord members, 'of struts extending between said top and bottom cord members and rigidly attached thereto, said struts being formed of flat bars arrangedin a plane transverse to the plane of the joists, lugs projecting from said struts at a point intermediatethe ends thereof, a channel bar extending transversely of I the series of joists adjacent to the respective struts, and having its channel embracing each of said lugs, theflang'es of'said channel and the edges of said lugs being tapered to form a wedge en- :plane of the joists, lugs having tapering top and bottom edges projecting laterally from said struts at a point intermediate the ends thereof, a clamping arm pivotally attached to said strut, a channel bar extending in a plane transverse to the series of joists adjacent to the respective struts, the

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)

Description

Aug l, 1933.
W; F. ZABRISK IE TRANSVERSE BRACING FOR METALLIC FLOOR JOISTS Filed Dec. 10, 1928 ATTORNEYS 4 ing top and bottom edges. This lug maybe Patented Aug. 1, 193 3 res Ari: mes
, poration of Michigan Applicaticn December ll), 1923. Serial No. 324,998
' 4 Claims. (01. 189-36) The invention relates to floor constructions employing metallic joists and has for its object a COIlStlllCtlOllOf transverse bracing which may be easily applied and which will impart to the structure a high degree of rigidity. In the present state of the arty one type of metallic joists extensively used is a construction comprising .top and bottom cord members formed of bars of structural shape, andan intermediate webbing formed of a zigzag bar welded or otherwise secured to the top and bottomc'ord members. lily improvement is applicable to this form of joist or to any other trussed form, and consists in the novel construction as hereinafter set forth.
In the drawing:
Figure 1 is a perspective view'showing portions of adjacent metallic floor joists with my improved transverse bracing applied thereto;
Figure 2 is a cross section through the transverse bracing;
Figure 3 is a cross section on line 33 of Figure 2.
As shown; the metallic joists A and A, etc. each consists of a top cord member B of structural shape and specifically a T bar having a laterally extending angle flange at the bottom of the T to form a channel section on one side. The bottom cord member 0 is formed of an angle bar arranged parallel to the bar B and the webbing D is also formed of an angle bar bent into a zigzag form and welded at its top and bottom angular bends respectivelyjto the cord members 13 and C. l
To provide further attachment of transverse bracing to sucha construction of joists, I add at one or more points in the length of the span strut members E which extend vertically and are attached at their upper andlower ends to the cord members B and C. These struts are preferably formed of flat bars having angle bends E? at their ends for attachment'to the cord members and also'provided intermediate said ends with a lug F having bevelled or taperwelded to the bar D so as to be rigidly attached thereto and extends in a plane which is perpendicular to the plane of the joists. G is a channel bar having. tapering flanges adapted to f'fit over the tapering upper and lower edge portions of the lugs F; This bar G is of a length to extend transversely of a series of joists forming a span and fittingover the lugs of the successive joists. Thus by clamping this bar to each of the struts E it will be wedged against the lugs F and will, thus form a rigid connection therewith. Y f To facilitate such clamping engagement I preferably provide a permanently attached clamp for each joist which is ready for application when the bracing is placed in position. These clamps, as shown, are formed by welding or otherwise securing to the flange E of the strut member E a pintle H which pivotally engages a clamping arm I preferably formed of sheetmetal or" U-shape cross section." The lower end of this clamping arm is apertured to engage a bolt J which is'secured to the strut Eand projects laterally therefrom. A clamping nut K engages the threadedportion of the bolt and the arrangement is such that Whenever it is desired to clamp the bar G the arm Iis swung downeward over said bar to engage with the bolt J and then drawn inward by the nut K. This will force the tapering flanges of the bar (3' into wedging engagement with the tapering faces of the lug F, forming a joint that will hold the bar G substantially perpendicular to andrigid with the strut E. A 1
One advantage of this construction is that it does not necessitate any exact alignment of the struts E in the successive joists. This is because there is sufiicient flexibility in the bar G to permit of drawing each portion thereof adjacent to a strutin clamping contact therewith. At the same time the bar has a high degree of rigidity :in a vertical transverse, plane and therefore effectively braces the whole series of joists.
Another important advantage is that .the load 'concentratedon one beam will be distributed laterally to adjacent beams, thereby increasing the strength and the stiffness of the floor. 7
What I claim as my invention is:
1. In a floor construction, the combination with a series of metallic joists, each provided with top and bottom cord members, of vertical struts extending between said top and bottom cord members and provided at intermediate points with laterally projecting lugs, and a channel bar extending transversely to the series of joists adjacent to said struts and with the channel portions thereof embracing said lugs and means for clamping said bar to reach of said struts toform a rigid connection thereto. I
'2. In a floor construction, the combination of a series of metallic joists, each comprising-top and bottom cord members, of struts extending between said top and bottom cord members and rigidly attached thereto, said struts being formed plane of the joists, lugs projecting from said struts at a point intermediate the ends thereof, a channel bar extending transversely of the series of joists adjacent to the respective struts, and having its channel embracing each of said lugs, the flanges of said channel andthe edges 'of said lugs being tapered to. form a wedge en gagement, and means for clamping said channel to the lug of each strut.
3. In a floorconstruction, the combination of a series of metallic joists, each comprising top and bottom cord members, 'of struts extending between said top and bottom cord members and rigidly attached thereto, said struts being formed of flat bars arrangedin a plane transverse to the plane of the joists, lugs projecting from said struts at a point intermediatethe ends thereof, a channel bar extending transversely of I the series of joists adjacent to the respective struts, and having its channel embracing each of said lugs, theflang'es of'said channel and the edges of said lugs being tapered to form a wedge en- :plane of the joists, lugs having tapering top and bottom edges projecting laterally from said struts at a point intermediate the ends thereof, a clamping arm pivotally attached to said strut, a channel bar extending in a plane transverse to the series of joists adjacent to the respective struts, the flanges of said channel embracing the tapering edges of said lugs, and a screw clamp for drawingthe ends of said pivoted clamping arm to said strut and thereby clamping said channel bar in rigid engagement with said lugs.
- WILLIAM F. ZABRISICIE.
US324998A 1928-12-10 1928-12-10 Transverse bracing for metallic floor joists Expired - Lifetime US1920831A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3525191A (en) * 1967-03-09 1970-08-25 Emil Mauritz Hunnebeck Truss assembly set,especially for bracing concrete forms
US4007507A (en) * 1975-11-11 1977-02-15 Hansen Carl E Bridge composed of individual sections assembled by means of an assembling unit
US20080101871A1 (en) * 2006-10-25 2008-05-01 Wilcox Paul E Floating platform and method of constructing the same
US20090229203A1 (en) * 2008-03-14 2009-09-17 Mclaughlin Jr Donald James Floor Joist Raceway
US20160116213A1 (en) * 2014-10-27 2016-04-28 PeerSouth, Inc. Drying trailer

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3525191A (en) * 1967-03-09 1970-08-25 Emil Mauritz Hunnebeck Truss assembly set,especially for bracing concrete forms
US4007507A (en) * 1975-11-11 1977-02-15 Hansen Carl E Bridge composed of individual sections assembled by means of an assembling unit
US20080101871A1 (en) * 2006-10-25 2008-05-01 Wilcox Paul E Floating platform and method of constructing the same
US7708497B2 (en) * 2006-10-25 2010-05-04 Waterfront Construction, Inc. Floating platform and method of constructing the same
US20090229203A1 (en) * 2008-03-14 2009-09-17 Mclaughlin Jr Donald James Floor Joist Raceway
US20160116213A1 (en) * 2014-10-27 2016-04-28 PeerSouth, Inc. Drying trailer

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